I am located in Southern California and I am working on a single story residential remodel project. The house was built in 1984 and the concrete slab is post tensioned verified by the post tensioned slab note posted in the garage.
So I realize that there are many factors that determine the allowable point loads to a p.t. slab but I am just looking for some input as to an acceptable max point load that you would feel comfortable allowing at an interior portion of a p.t. slab for single story residential construction.
Basically the owner is eliminating a bearing wall and I am supporting the roof and ceiling framing with 2 new beams as to open up the area. There will be two new interior posts one with a total point load of 3.0kips dead & roof live load & the other total dl & Lr = 4.5kips.
I seem to remember another engineer telling me that a point load to a p.t. concrete slab for residential construction in S-Calif under 6 kips would be acceptable, but I am not 100% sure.
So I realize that there are many factors that determine the allowable point loads to a p.t. slab but I am just looking for some input as to an acceptable max point load that you would feel comfortable allowing at an interior portion of a p.t. slab for single story residential construction.
Basically the owner is eliminating a bearing wall and I am supporting the roof and ceiling framing with 2 new beams as to open up the area. There will be two new interior posts one with a total point load of 3.0kips dead & roof live load & the other total dl & Lr = 4.5kips.
I seem to remember another engineer telling me that a point load to a p.t. concrete slab for residential construction in S-Calif under 6 kips would be acceptable, but I am not 100% sure.